Experimental study of shear strength and failure mechanisms in RC beams scaled along height or length

J. Suchorzewski,E. Korol,Jacek Tejchman,Z. Mróz

Engineering Structures（2018）

引用 15|浏览3

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摘要

Experimental results presenting evolution of shear strength for varying length parameter ηl=l/D and shear span parameter ηa = a/D (a) series ‘1’ with varying effective depth D and bending span b at constant shear span a and (b) series ‘2’ for varying ηa with constant effective depth D and bending span (b) (note that beams for ηa=6 failed in flexural mechanism).

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关键词

Concrete beams,Longitudinal reinforcement,Four-point bending,Failure modes,Height or length variation,Size effect

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